面桿 的英文怎麼說

中文拼音 [miàngǎn]
面桿 英文
rolling pin
  • 面 : Ⅰ名詞1 （頭的前部; 臉） face 2 （物體的表面） surface; top 3 （外露的一層或正面） outside; the ri...
  • 桿 : 桿名詞（桿子） pole; staff
  1. Shear stresses and shear strains in prismatic members may be caused by either torsional moments, or by shear forces associated with flexure.

    在等截面桿件中，剪應力和剪應變可以由扭矩引起，或者由變曲相關的剪力引起。
  2. In order to considering the affections of the adjacent zone out of the girdler section, the internal - forces of two end surface which were obtained by the horizontal shaft system analysis are exerted on each model respectively. moreover, the weight, cable force and prestressing forces including girder longitudinal, diaphragm transverse and inclined web vertical directions are considered

    考慮到梁段以外附近區域的作用，在其兩端面上施加了由平面桿系結構分析所得的端面內力，另外，索力和預加力（梁縱向、橫隔梁橫向、斜腹板豎向）也施加在相應的位置，分析了箱形主梁在自重、索力和預應力作用下的空間應力效應。
  3. Numerical analysis for torsion of prismatic bars with sectorial cross - section

    扇形截面桿扭轉的數值分析
  4. By emptying the above mentioned theoris and conclusions, this paper introduces detailedly the whole process of the compare and selection of cangzhou city gongrong road canal bridge ' s plan, design calculation and check of structure. the internal force calculation of the bridge adopts the program of plane member system ( bricas ), and it was checked by the program of brcad

    本文最後應用上述理論和結論，以大量篇幅詳細介紹了滄州市光榮路運河橋（下承式鋼管混凝土系桿拱橋）從方案比選到結構設計和計算、驗算的全部過程，以及施工中的要點，本橋內力計算採用平面桿系有限元計算程序， （交通部公規院的《橋梁設計綜合計算程序》 （ bricas4 . 0 ） ） ，並採用空間有限元程序（ brcad2 . 0 ）進行驗算。
  5. Secondly applying the finite element method, the model of suspension bridge and develops computer software system - sbcs are built in this paper

    其次，應用有限單元法，建立了相應的懸索橋計算模型，利用平面桿系通用有限元計算程序進行結構分析，編制了懸索橋施工控制分析計算系統sbcs 。
  6. Inner force analysis for bars with variable cross - section of rectangular tunnel

    矩形隧道中變截面桿件的內力分析
  7. The transfer matrix method of bar elements with variable cross - section

    變截面桿元傳遞矩陣法
  8. Although two simple models of structural analysis models, namely multi - storey shear type and member model, are set up, it is proved that simulink show great dominance in simulation of structural dynamic response, especially in vibration control

    本文所做的工作雖然僅實現了結構分析模型中較簡單層間模型和平面桿系單分量模型的非線性地震反應模擬，但已足以體現出simulink用於結構動力模擬和結構振動控制的優越性。
  9. This paper introduce simulink to simulation of structural nonlinear seismic responses innovative, working on regulation and dominance of simulation of structural dynamic response of simulink based on muti - storey shear - type model and member model, and set up basic block of structural dynamic response to pave the way for wide analysis of structural dynamic response, especially vibration control

    本文開創性地將simulink引入結構非線性地震反應模擬中，以層間剪切模型和平面桿系模型為對象，努力探討simulink用於結構動力模擬的規律並發掘其優勢，編制結構動力模擬的基礎性模塊，為逐步實現更廣泛的結構動力分析尤其是結構的振動控制奠定基礎。
  10. During construction procedure, the stressing of diaphragm beams " tendons and the tensioning of cables interact, the contacting nonlinear issues between girder and form plate etc, which require detailed analysis, arrange the orders and quantities of the stressing of the cables and tendons properly, and guide the construction. the paper, by making plane model and spacial model of yongan bridge, calculated the pre - closure cable forces ( aim forces ) with plane element program, with the help of applied structure analysis program - ansys, acquired the reasonable construction steps of tensioning of tendons and cables

    本論文採用自編平面桿系施工裝配計算程序和大型結構分析程序- ansys ，通過分別建立該橋的平面和空間模型（含模板的作用模擬） ，由平面桿系程序倒拆出斜拉索合攏前的索力（目標索力） ，利用ansys結構分析程序，經過多次的施工過程模擬計算之後得出達到目標索力的合理的施工步驟。
  11. Based on the transfer - matrix method, the general expressions of equivalent four - terminal network parameters of varying section torsional horn are derived, the relations between frequency equation and both the rotational velocity amplification and that of the surface tangential velocity of stepped type torsional ultrasonic horn with transitional section of cosine - like type are obtained

    摘要基於傳遞矩陣演算法，推導出了變截面桿扭轉振動時等效四端網路參量的一般表達式，研究了帶類餘弦過渡段階梯形變幅桿扭轉振動頻率方程與角速度放大倍數及外表面切向速度放大倍數等的關系。
  12. As a practice of above idea and theory, this paper rewrites a structure analysis of finite element program which based on the object - oriented programming technology. using current popular visual c + + developing tool and odbc database connectivity technology, this paper develops a data management program fedms of cae software pre - processing and post - processing data. the program realizes data management using engineering database, visual i / o method and promotes the integration of cae software into civil engineering cad system

    此外，作為上述理論和方法的實踐，重寫了一個採用面向對象技術和有限元方法的通用平面桿系結構分析程序finite ，應用當前比較流行的visualc + +開發工具的odbc數據庫連接訪問技術，研製了一個后臺基於microsoftaccess數據庫的cae軟體數據前後處理系統fedms （ finiteelementdatamanagementsystem ） ，對結構分析計算中的前後處理數據進行了有效的管理。
  13. Finite element method for prestressed concrete plane frame structures

    預應力混凝土平面桿系結構的有限元方法
  14. Calculation of re - spring bending moment for beams of circular section

    圓形截面桿純彎曲回彈彎矩的計算
  15. This paper aims at bridge with high pier and long span adopting single or double featheredge piers, the stability of bridge in the whole construction process is analyzed combined with research conclusion of bridge stability and concrete creep and shrinkage, bridge construction period is divided according to actual construction - process and concrete creep and shrinkage regularity and structure is analyzed as plane truss at each time increment

    本文針對常用單、雙薄壁墩的高墩大跨徑橋梁，結合國內外對橋梁結構穩定與混凝土徐變收縮的研究成果，對節段法施工的橋梁進行穩定性全過程分析方法研究。根據實際施工過程及混凝土徐變收縮規律對施工全過程劃分時段，對每個具體計算時刻採用平面桿系結構進行計算分析，不同計算時刻具有不同的結構體系。
  16. The evolution of shock waves in a viscoplastic bar with variable section

    粘塑性變截面桿中沖擊波的演化
  17. The process include three aspects : ( 1 ) from " story shear model ", the story lateral stiffness is deduced, and compared with the rectangular column frame structure. ( 2 ) from " space beam element model ", element stiffness matrix is deduced, and compared with the rectangular column element. ( 3 ) based on the element stifmess matrix, the program of internal force and displacement analysis is workouted

    本文結合異形截面桿的受力性能，按「層模型」 ，對其抗側移剛度進行了理論研究；按「桿系模型」 ，分析了異形截面桿的單元剛度矩陣，並在此基礎上，編制了異形柱結構內力分析的有限元程序。
  18. The stiffness calculation of variable cross - section member in plane frame structure

    平面框架結構中變截面桿件的剛度計算
  19. In this thesis, three factors resulting in geometric nonlinearity are taken into account, then using plane frame method and based on plane bar finite element, nonlinear analysis to the construction of cable - stayed bridge is achieved

    考慮幾何非線性的三個影響因素，然後利用平面框架模型，以平面桿系有限元法為基礎對斜拉橋施工進行非線性分析。
  20. Element stiffness matrix analysis of rectangular section members with the height of linear variation

    高度線性變化的矩形截面桿的單元剛度矩陣分析
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